您当前的位置:
首页 >
文章列表页 >
Research on failure mechanism and effects of prestressed anchor cables for reinforcing slopes
更新时间:2026-06-25
    • Research on failure mechanism and effects of prestressed anchor cables for reinforcing slopes

    • Vol. 31, Issue 1, (2010)
    • CLC: TU443
    • Online First:02 February 2010,

      Published:2010

    移动端阅览

  • LI Ying-yong, ZHANG Ding-li, ZHANG Hong-bo, et al. Research on failure mechanism and effects of prestressed anchor cables for reinforcing slopes[J]. 2010, 31(1). DOI:

  •  
  •  
icon
试读结束,您可以激活您的VIP账号继续阅读。
去激活 >
icon
试读结束,您可以通过登录账户,到个人中心,购买VIP会员阅读全文。
已是VIP会员?
去登录 >

0

Views

4955

下载量

0

CSCD

Alert me when the article has been cited
提交
Tools
Download
Export Citation
Share
Add to favorites
Add to my album

Related Articles

Deep anti-sliding stability analysis of gravity dam with multiple sliding planes based on distinct element method
Numerical experiments on rate-dependent behaviors of granite based on particle discrete element model
The unity of three types of slope failure criteria
Failure mechanism of pile foundations in liquefiable soils under seismic loading: status and challenge
Unity of three types of energy catastrophe criteria for slope failure

Related Author

MA Gang
CHENG Yong-gang
ZHOU Wei
CHANG Xiao-lin
YANG Li-fu
张永政
吴学震
WANG Jian-chang

Related Institution

State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University
Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Education Ministry, Wuhan University
State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology, Shandong University of Science and Technology
Faculty of Engineering, Nagasaki University
Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology
0